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Hydraulic structures -- Montana -- Hungry Horse Dam -- Models

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• Hydraulic structures -- Montana -- Hungry Horse Dam
• Hydraulic engineering -- Montana -- Hungry Horse Dam -- Models
• Hydraulic structures -- Models

• Hungry Horse selective withdrawal hydraulic model study (Hydraulics Branch, Research and Laboratory Services Division, Denver Office, U.S. Dept. of the Interior, Bureau of Reclamation, 1994), by Joseph P. Kubitschek and United States. Bureau of Reclamation. Denver Office. Hydraulics Branch (page images at HathiTrust)

Items below (if any) are from related and broader terms.

• Hungry Horse selective withdrawal hydraulic model study (Hydraulics Branch, Research and Laboratory Services Division, Denver Office, U.S. Dept. of the Interior, Bureau of Reclamation, 1994), by Joseph P. Kubitschek and United States. Bureau of Reclamation. Denver Office. Hydraulics Branch (page images at HathiTrust)

• North Diversion Structure, Albuquerque, New Mexico : Hydraulic Model Investigation (U.S. Army Engineer Waterways Experiment Station, 1987), by Charles H. Tate, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Albuquerque District (page images at HathiTrust)
• Wax Lake Outlet control structure, Atchafalaya River : hydraulic model investigation (Waterways Experiment Station ;, 1988), by Charles R. Nickles, Thomas J. Pokrefke, United States. Army. Corps of Engineers. New Orleans District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Hydraulic model investigation (Waterways Experiment Station ;, 1991), by Bobby P. Fletcher, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Chicago District (page images at HathiTrust)

• Wax Lake Outlet control structure, Atchafalaya River : hydraulic model investigation (Waterways Experiment Station ;, 1988), by Charles R. Nickles, Thomas J. Pokrefke, United States. Army. Corps of Engineers. New Orleans District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)

• Wax Lake Outlet control structure, Atchafalaya River : hydraulic model investigation (Waterways Experiment Station ;, 1988), by Charles R. Nickles, Thomas J. Pokrefke, United States. Army. Corps of Engineers. New Orleans District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)

• Wax Lake Outlet control structure, Louisiana : hydraulic model investigation (Waterways Experiment Station ;, 1988), by Robert A. Davidson, United States. Army. Corps of Engineers. New Orleans District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)

• Wax Lake Outlet control structure, Louisiana : hydraulic model investigation (Waterways Experiment Station ;, 1988), by Robert A. Davidson, United States. Army. Corps of Engineers. New Orleans District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)

• Outflow channel investigations, hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1989., 1989), by Charles R. Nickles, Thomas J. Pokrefke, Waterways Experiment Station (U.S.), United States. Army. Corps of Engineers. New Orleans District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)

• Irregular wave overtopping of seawall/revetment configurations, Roughans Point, Massachusetts : experimental model study (U.S. Army Engineer Waterways Experiment Station] ;, 1986), by John P. Ahrens, D. Donald Davidson, Martha S. Heimbaugh, United States. Army. Corps of Engineers. New England Division, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)

• Barge barrier study (Waterways Experiment Station ;, 1984), by Charles R. Nickles, Thomas J. Pokrefke, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)

• Discharge ratings for control gates at Mississippi River Lock and Dam 11, Dubuque, Iowa (U.S. Geological Survey, 1985), by Albert J. Heinitz, United States. Army. Corps of Engineers. Rock Island District, and Geological Survey (U.S.) (page images at HathiTrust)
• Discharge ratings for control gates at Mississippi River Lock and Dam 18, Gladstone, Illinois (U.S. Geological Survey, 1987), by Albert J. Heinitz and United States. Army. Corps of Engineers. Rock Island District (page images at HathiTrust)

• An experimental study of a nearshore erosion control structure (Center for Marine and Coastal Studies, North Carolina State University, 1977), by Herschel R Ouzts and Jerry L Machemehl (page images at HathiTrust; US access only)
• Wave stability tests, East Breakwater, Cleveland Harbor, Ohio (U.S. Army Engineer Waterways Experiment Station ;, 1985), by Dennis G. Markle, Willie G. Dubose, United States. Army. Corps of Engineers. Buffalo District, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Sloping float breakwater study, Oregon Inlet, North Carolina : Coastal model investigation (U.S. Army Engineer Waterways Experiment Station] ;, 1987), by Robert D. Carver, United States. Army. Corps of Engineers. Wilmington District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Investigation of breakwater stability at Presque Isle Peninsula, Erie, Pennsylvania (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Peter J. Grace, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Use of site-specific model data for general breakwater design (U.S. Army Engineer Waterways Experiment Station ;, 1992), by Robert D. Carver, Brenda J. Wright, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• San Pedro Breakwater repair study, Los Angeles, California : hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1984., 1984), by Robert D. Carver and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Stability test of modified repair options for San Pedro Breakwater, Los Angeles, California : coastal model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1986., 1986), by R. Clay Baumgartner, C. Ray Herrington, D. Donald Davidson, Robert D. Carver, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Mission Bay Harbor, San Diego County, California, design for wave and surge protection : coastal model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1985., 1985), by Robert R. Bottin, Hugh F. Acuff, United States. Army. Corps of Engineers. Los Angeles District, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Coastal model investigation (U.S. Army Engineer Waterways Experiment Station, 1995), by Robert R. Bottin, Hugh F. Acuff, U.S. Army Engineer Waterways Experiment Station, United States. Army. Corps of Engineers. Buffalo District, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Reef breakwater wave-attenuation and stability tests, Burns Waterway Harbor, Indiana ([U.S. Army Engineer Waterways Experiment Station], 1995), by Robert D. Carver, Brenda J. Wright, Coastal Engineering Research Center (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Chicago District (page images at HathiTrust)

• A report on hydraulic model studies for the outlet works and spillway of the Keystone dam, on the North Platte river, near Ogallala, Nebraska to the Central Nebraska public power and irrigation district, Hastings Nebraska (Edwards brothers, 1937), by George Eric Barnes, Fred L. Plummer, and Central Nebraska Public Power and Irrigation District (Neb.) (page images at HathiTrust; US access only)
• A model dam experiment (1915), by J. W. Dismukes (page images at HathiTrust)
• Vibration characteristics of the North Fork Dam model (U.S. Army Engineer Waterways Experiment Station, 1974), by Jimmy P. Balsara, Jack Fowler, and Robert E. Walker (page images at HathiTrust)
• Development of Walnut Creek drop structure (Institute of Engineering Research, University of California, 1957), by P. T. Sun, George Kalkanis, California. University. Institute of Engineering Research, and United States. Soil Conservation Service (page images at HathiTrust; US access only)
• Overtopping flow on low embankment dams : summary report of model tests (Hydraulics Branch, Research and Laboratory Services Division, Denver Office, 1988), by R. A. Dodge and Engineering and Research Center (U.S.). Hydraulics Branch (page images at HathiTrust)
• Hydraulic model studies for Morrow Point Dam (United States Department of the Interior, Bureau of Reclamation, 1967), by Danny L King (page images at HathiTrust)
• Scour protection for Dam No. 3, Monongahela River, Pennsylvania : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1987), by Richard L. Stockstill, United States. Army. Corps of Engineers. Pittsburgh District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Discharge ratings for control gates at Mississippi River Lock and Dam 18, Gladstone, Illinois (U.S. Geological Survey, 1987), by Albert J. Heinitz and United States. Army. Corps of Engineers. Rock Island District (page images at HathiTrust)
• Model studies made in connection with the Bonneville project (Office of Stevens & Koon, Consulting Engineers, 1937), by J. C. Stevens and Stevens & Koon (page images at HathiTrust; US access only)

• Hydrodynamic forces on tainter gates and stilling basin : Old River Control Auxiliary Structure; hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1988), by Bobby P. Fletcher, John L. Grace, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Wax Lake Outlet control structure, Atchafalaya River : hydraulic model investigation (Waterways Experiment Station ;, 1988), by Charles R. Nickles, Thomas J. Pokrefke, United States. Army. Corps of Engineers. New Orleans District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)

• Overtopping flow on low embankment dams : summary report of model tests (Hydraulics Branch, Research and Laboratory Services Division, Denver Office, 1988), by R. A. Dodge and Engineering and Research Center (U.S.). Hydraulics Branch (page images at HathiTrust)

• Barcelona Harbor, New York design for harbor improvements : hydraulic model investigation (U.S. Army Engineer District, Buffalo ;, 1984), by Robert R. Bottin and United States. Army. Corps of Engineers. Buffalo District (page images at HathiTrust)

• Gallipolis Lock intake vortex study, Ohio River : hydraulic model investigation (Waterways Experiment Station ;, 1987), by Robert A. Davidson, United States. Army. Corps of Engineers. Huntington District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Intake structure operation study : Elk Creek Dam, Oregon (Waterways Experiment Station ;, 1990), by Stacy E. Howington, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Portland District (page images at HathiTrust)

• Safe navigation speeds and clearance at lower sill, temporary Lock 52, Ohio River (Waterways Experiment Station ;, 1987), by Stephen T. Maynord, United States. Army. Corps of Engineers. Louisville District, and Hydraulics Laboratory (U.S.) (page images at HathiTrust)
• Hydraulic model investigation (Waterways Experiment Station ;, 1990), by Richard L. Stockstill, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Vicksburg District (page images at HathiTrust)
• Discharge ratings for control gates at Mississippi River Lock and Dam 18, Gladstone, Illinois (U.S. Geological Survey, 1987), by Albert J. Heinitz and United States. Army. Corps of Engineers. Rock Island District (page images at HathiTrust)

• Physical modeling of reservoir hydrodynamics (U.S. Army Engineer Waterways Experiment Station;, 1985), by Mark S. Dortch, Jeffery P. Holland, Steven C. Wilhelms, Environmental and Water Quality Operational Studies (U.S.), United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)

• Physical model tests of irregular wave overtopping and pressure measurements (U.S. Army Engineer Waterways Experiment Station, 1988), by Martha S. Heimbaugh, D. Donald Davidson, John P. Ahrens, Peter J. Grace, United States. Army. Corps of Engineers. Norfolk District, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Seawall and revetment stability study, Cape Hatteras Lighthouse, North Carolina (U.S. Army Engineer Waterways Experiment Station ;, 1985), by Peter J. Grace, Robert D. Carver, United States. National Park Service. Southeast Regional Office, United States. Army. Corps of Engineers. Wilmington District, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Seawall overtopping evaluation (U.S. Army Engineer Waterways Experiment Station ;, 1988), by W. Jeff Lillycrop, Charles Eugene Abel, Joan Pope, United States. Army. Corps of Engineers. Norfolk District, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)

• Sheldrake River Tunnel, Mamaroneck, New York / hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station] ;, 1986), by Charles H. Tate, United States. Army. Corps of Engineers. New York District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)

• Hydraulic model investigation (Waterways Experiment Station ;, 1989), by Ronald T. Wooley, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)

• Hydraulic model studies of Tiber Dam auxiliary outlet works : Missouri River Basin Project, Montana (Hydraulics Branch, Division of General Research, Engineering and Research Center, 1970), by G. L. Beichley and Engineering and Research Center (U.S.) (page images at HathiTrust)

• Hydraulic model studies of aeration devices for Yellowtail Dam spillway tunnel, Pick-Sloan Missouri Basin Program, Montana (Hydraulics Branch, Division of General Reserach, Engineering and Research Center, 1971), by D. M. Colgate and Engineering and Research Center (U.S.). Hydraulics Branch (page images at HathiTrust)

More items available under broader and related terms at left.